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<br />Hiems Home <br /> <br />i.... .U --TT_' ...lot' 0-15.......... 15-20 ...... 20-40 .. .. 40-60 <br />...... ...... . <br />Resisting Moment: 3527.2 3527.2 3527.2 3527.2 <br /> x 213 = 2351.4 2351.4 2351.4 2351.4 <br /> Uplift Moment: -1652.0 -1809.4 -2202.7 -2438.7 <br />Hz. Pres. Moment : -231.5 -197.2 -145.8 0.0 <br />Overturning Mmt. = -1883.5 -2006.6 -2348.5 -2438.7 <br /> <br />Note: If OM < 2/3 RM, hold-downs are not required. <br /> <br />Required tie-down force (T): <br /> <br />( Factor of Safety 'built in' to Mfr's tables.) <br /> <br />Therefore: T x b + RM > or = OM. <br />where, b= building width. <br /> <br />T = (OM-RM) 1 b <br /> <br />Hei t: 0-15 <br />Tie-Down ( T) = -31810 <br /> <br /> <br />40-60 <br />-21066 lbs <br /> <br />15-20 <br />-29429 <br /> <br />** Specify tie-down accordingly, FS 'built in' to Mfr's tables. <br /> <br />Page 7 <br /> <br />